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DWG 402-2M; CUP 258B; LA COSTA RESORT & SPA - SPA LA COSTA; 01-12
CONSULTANTS OWNER'S REPRESENTATIVE KSL DEVELOPMENT CORPORATION 2100 COSTA DEL MAR ROAD CARLSBAD,CA 92009 TEL: (760)564-7146 FAX: (760)929-6310 CONTACT: CHEVIS HOSEA LANDSCAPE ARCHITECT FORREST K. HAAG, ASLA, INC. 1254 N. COAST HWY. LAGUNA BEACH, CA. 92651 TEL: (949) 376-9066 FAX: (949)376-9067 CONTACT: FORREST HAAG PROJECT ARCHITECT RNL DESIGN 200 BAKER STREET, SUITE 201 COSTA MESA, CA 92626 TEL: (714)641-0191 FAX: (714)641-9784 CONTACT: CINDY TEALE CIVIL ENGINEER RICK ENGINEERING 5620 FRIARS ROAD SAN DIEGO, CA 92110 TEL: (619) 688-1481 CONTACT: RAUN CONNELY VICINITY MAP POINSETTIA LN ..----,-PROJECT LOCATION NOT TO SCALE ABBREVIATIONS ~ DIMIETER (33.80) EXISTING SPOT ELEVATION FF FINISH FLOOR ELEVATION 33.60 PROPOSED SPOT ELEVATION GF GARAGE FLOOR ELEVATION HT HEIGHT PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS TW TOP OF WALL ECR END OF CURB RADIUS TF TOP OF FOOTING ELEVATION TC TOP OF CURB SW BOTTOM OF WALL BC BOTTOM OF CURB TS TOP OF STEP EJ EXPANSION JOINT BS BOTTOM OF STEP SJ SCORE JOINT cs CATCH BASIN SC SAW CUT FG FINISH GRADE R RADIUS FS FINISH SURFACE RDWD REDWOOD HP HIGH POINT HOR HEADER LP LOW POINT LA LANDSCAPE ARCHITECT Fl. Fl.OW LINE MIN MINIMUM oc ON CENTER MAX MAXIMUM CB CATCH BASIN MJ MASTIC JOINT TG TOP OF GRATE ELEVATION TYP TYPICAL INV INVERT ELEVATION PA PLANTING AREA BB BOND BEMI ELEVATION F/C FACE OF CURB DG DECOMPOSED GRANITE PA PLANTING AREA at, ALIGN @ ATRIUM DRAIN 1.0X OR.'lllENT IN PERCENTAGIE 0 DECK DRAIN 4:1 RATIO: 4' HOAIZONTAL DISTANCE PER 1' OF \IERTICAL HEIGHT m TURF DRAIN I! RIDGE _J,_.... PROPOSED CONTOUR GIi GR.-oE BREA!< ,--J,_.... EXISTING CONTOUR DIRECTION OF FLOW DRAINAGE PIPE MATCH LINE EQUESTRIAN TRAIL ----LIMIT or WORK EDGING LA COSTA RESORT & SPA SPA LACOSTA CARLSBAD,CA PRcPARcO FOR KSL DEVELOPMENT CORPORATION 50-905 A VENIDA BERMUDAS LA QUINTA, CA 92253 PLAN SHEET KEY CONSTRUCTION PHASING PLAN DECLARATION · Of RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I 11M THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HA\IE EXERCISED RESPONSIBLE CHARGE 01,£R THE DESIGN OF THIS PROJECT /oS DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE ANO THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECI< or PROJECT DRAWINGS ANO AND SPECIFICATIONS BY THE CITY or CARLSBAD AND THE -. DIEGO COUN'TY DEPARTMENT or THE ENI/IRONMENTAL HEALTH IS CONFINED TO A RE1AEW ONLY AND DOES NOT RELIEVE ME, /oS LANOSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILmES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMAl'ICE 'MTH THE APPAO\,fi) LANDSCAPE CONCEPT PLAN. WATER CONSERVATION PLAN. FIRE SUPPRESSION PLAN, AND ALL CONOITJONS OF APPROVAL RELATED TO LANDSCAPING. DATE NOT TO SCAl.t FOllREff K. HAAG. AJLA. INC LANDJCAPE AAOlllKIU<E LAND l'IANNING 1254 N. COAJT HGIWAY LAGUNA WO!, CA 92651 P: {949) 376-'°66 ~ {5'49) 376-9067 SHEETINDEX SH££T 0£SCR! PT!ON I COVER SHEET 2 F'LANTING PLAN 3 F'LANTING PLAN -, PLANTING PLAN ~ PLANTING PETA/LS 6 PLANTING SPECIFICATIONS 7 171!.71!.IGATION PLAN 8 171!.RIGATION PLAN 9 171!.RIGATION PLAN to IRRIGATION PETA/LS I I IRRIGATION SPECIFICATIONS 12 IR'/IIUGATlbN SPECIFICATlbNS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PL □T DATE• 1/20/03 "AS-BUILT" TITLE _______ _ DATE REVIEIJED BY• INSPECTOR DATE l----+--+----------+----+---t-----,f----11 SH;ET J CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ;=::::=..:=======:::::::::::::::::::::====~~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION llTHER APPROVAL CITY APPROVAL LA NEW SPA -COVER SHEET COSTA RESORT & SPA CARLSBAD, CALIFORNIA ASSISTANT PLANNING DIRECTOR DWN BY: __ _ CHKD BY: __ _ RVIJD BY, PROJECT NO. CIJP 2'71 (II) l-3o-o3 DATE DRAWING NO. 'f02-2H LIH/T OF wo,r_,o; AT EC>&E OF BUtLC>tfV& 1~- --~--L-' , , / \ ~ I Ll~~~~~~~~:T I ,// ij_j·"!I.... I ~ 1-----•. __ I -:rm J---~-=--==--~-_---+-I-_-_ --c;_--1 ]:}-=---1=;;:cLL: oe H-;; ~oAo __ ,7:__ - ~1 I/ . ~/.-Jr 1- 1 •• LIMIT OF WOT?.!< AT IIACI< OF CU/1/11 \ -.- , , , ! I I J / / / / / / / / / / / / / / / / / / / / / . / / / )---HEN/:1 &1AHAt;E t.AN&1SC.A/l'E TO C>Tr.lGINAL CON/:1/TION --;,;"'-;;:::::__-4-._,._,EN/:1 t:>AHAGI! ·.,_ --_. LANPSC.Al'E TO Oft.lGINA/.. C.ONt:>ITION ) PLAN SHEET l<EY -I r I SCALE:!/ 16"=1'-0" ' \,~t::::.W"- \~ ~~·o,&==="' / /(/ TREE LEGENC> SY.'f/10/.. + 0 0 • IIOT AN/CAL NAHl! lllr.U&HAN$1A X C.ANt>l&1A C.HAHAl!Tr.01'$ HUH/LIS C!Tft.US 'ft./0 ft.l!/:1' C.Ul'lr.E$$U$ CC>HHC>N NAHl! ANGl!t.'S T1t.UH/l'l!T HE&11Tl!ft.ft.ANl!AN FAN /l'A/..H G/1/Al'EF/I/U/T ITAL/AN CY/l'ft.l!SS JUNl/l'l!/1/US C. TOft.ULOSA IIOLL YWC>C>/:1 'ffC>LL YW00/:1 JUN//l'Eft.' JUNll'Eft. LO/l'HOSTl!HON C.ONFEft.TUS OLl!A EU/1/0l'AEA 'SWAN II/LL' llft.15/IANI/! IIOX Ot./VI! PHOENIX &1ACTYLIFEft.A &1ATE PALM l'HOl!NIX C.ANA/1/1/!NSIS CANA/1/Y ISLAN/:1 &1ATl! PALH SIZl! J6" IIOX 3,r;• BOX 16" IIC>X 2'1" IIOX 16" IIOX 16" IIOX "/8" IIC>X W' /1.T./I. Zf' /1.T,H. 0 THEVl!TIA l'l!/1/UVIANA YELLOW OLEAN&1E1t. J6" IIOX EXISTING Tit.EE fORREJT ~-HA.olG, AAA, IHC. lAJOJOJ'E AROillECIUE lAlO Pl.ANNING 1254 N. COAST HIGHWAY IAGUNA !EACH, CA 92651 p, (949) 376-9066 F, ~4') 376-900 STAN&1Alr.&1, WHITE WASHE/:1 Tit.UNI< STAN&1Aft.D STA/1/DAft.D HUI.Tl Tft.U/1/1< STANPAft.&1 El AGA/l'ANTIIUS Oft.ll!NTAt./S 0 A9AVE AHl!ft./CANA e 11/t.UNFl!LSIA f'AVC./FLOft.A 12, CAIi/NA 0 CESTft.UH NOCTUft.NUH 0 C.LIVIA HINIATA © C.OLEONEHA /l'ULCHAft.UH !B HEHE/I/OC.ALL/5 HY/1/t./&1 e H/8/SCUS S/1'1'. IS!) Ll/1//0f'l! t:,/GANTEA 0 l<Nl,.HOFIA UVA/I/IA <I> HYft.TUS C.OHHUN/5 0 OSHANTHUS Rt.AG/I/ANS 0 l'HOft.H/UH IIY/lft.lt:> 0 /1'1/0lr.HIUH TENAX 'TOH TIIUH/1' 0 l'Tr.UNUS &Aft.OLIN/ANA 0 ft.llA/1'11/0U!l'/S /Nt:>IC.A 0 11/0SEHAft.lNUS OFFIC.INALIS 'TUSCANY IILUE' ® STft.l!l-lTZIA Tr.EGINAE POT LEGENC> 0 l'ELAft.GON/UH P'cLTATUH COMHONNAHE SIZE Lit. Y OF TIii!! N!Ll! f' GAL CENTUlt.Y ,.LANT If' GAL YESTl!!'l':l>AY ·2"1" IIOX TOPAY TOHOft.ft.OW If' GAL NIGIIT f' GAL Jl!SSAH/NI! C.LIVIA f' GAL !'/NI< llft.EATH OF If' GAL IIAVl!N l>AYL!LY f' GAL If' GAL LILY TU/1/F f' $AL lr.E/:1 IIOT POKE'!': f' GAL HYlr.TLE f' GAL SWEl!!T Ot./VI!! HJ GAL FLAX f' GAL NEW ZEALANI> If' QAL FLAX C.Aft.OLINA If' GAL /..AUREL C.1/Elt.lt.Y IN/:1/AN If' GAL 1/AWTI/Oft.N ROSl!HAft.Y If' GAL II/It.I> OF /l'Aft.Al>/Sff If' I.Al- 'I" ,.OT 'l':EHA/1/1<$ , •. oc. STANPA'l':D 2'1" o,c, J'OC, 18" oc. g• oc . J' C>.C., 2"1" o.c. 21'" OC. "I' o.c.. 3'0.C. "I' o.c. 3'0.C. ,, o.c. P'I/Olt.HIUH IIY/11tJ&1 FLAX If' I.At. GROUNC>COVER ANC> TURF LE GENO l'/1/0TECT IN l'LAC.l! @ @ 0 CO,.ROSHA X l<llr.1<11 HY0,.0'1':UH ,.ACIFICUH Tft.AC.I/Et.OSPl!/1/HUH JASHINOll>ES LON/CEit.A ANNUAL C.OLOft. 1 I</. ;·: I TAU Fl!SCUE TUft.F : VINES T V 80UGAINVILU '/IA/1//IATr.A l<A1'Sr &1/S'f'/CT/$ IIUCCINATOlt./A 'HER9 Le GENO SYHBOL COHHON NAHi!! -C.Alr.AWAY THYHt! ~ ENGUSII TI/YHI! j . .;, :.:: LAHll'S EAft. ".-<;,·--:, < -'./:/,-'.· t.t!HON &Tr.ASS ~ t.l!IYON 'f'IIYHE mm l"E/1' ?l!ft.H IN'f' ?INEA?fl'LE SA6'1! 1"1t.0$Tft.A'f'E lt.OSEHA'l':Y S?ANIS/1 UVENl>Eft. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. f' I.AL I I.AL S'f'A'I': JASHINff f' /JAL 1/0NEYSUC.l<LE I $AL IIY SEASON ,,. />01' SIZE I 6'At. I GAL I $AL f' I.AL I GAL I 6'AL f' GAL I GAL f' GAi. llOUGA/11/VIUA IILOOt> '!':I!! C> Tft.UHl'ET VINE RcHARl<S 12" o.c.. ,. oc. 12" OC. , •. o.c, ,. oc. 12" OC, 12" o.c. ,.. o.c. SOP 3'0,C.. ,1 0.c.. JO~ o.c. 2'1" In 0£., T1t.lANGUU1t. SPAC/Nt. f' GAL 5' GAL PLOT DATE'.t 1/20/03 "AS-BUILT" TITLE _______ _ DATE REVIEWED BY• INSPECTOR DATE 1---4----1-----------+----+---+---I---II S~ETI CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ;==::.:::::==:=::;P~L::::;;:N;;;;:I ;:;:G:;====-===: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK RE'vlSION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLAN LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA ~A%:=O\IE~2:k.u-'---..------/-Jo-03 ASSISTANT PLANNING DIRECTOR DATE DYIN BY: CHKD BY: __ _ RV'wD BY, PRO..ECT NO. CU? 25'B(ll) DRAWING NO. 'f02-2H I / / ' \\_\\ -/; 'c;;;:::_-:::::::.·------ \ / \y.:__ -··-------------/ TCHLINE r---SE,.,,En SH!,f'!,_21 ---- . . . . . . -·. . . .. . .. . . . . ..... -~ H~~1l'8't1,1li,,---_ /IEE SHEET2I --- ,-" ',,v -.,, V ., • V V \ ' /'"-,,"G ~\IJ :>"-'-I ', / >/ // \. /;-{:-1 '..."::J ' EJ __J G) C) \ EJ '/ , / ,,,,,,,,,,,_,_,I),'f.('.,;i,c{i(.'.<,;;({(cG.,:-Cr--.--'/:,C,!,'.'0:•,• ! •' • ~ .::\:::; -:.•:::;::•:::::::r••·· . •'. , ___ __.._._ , I ' ,.--, / / 0/-·~,.,,><:::,, ,--~--//' > _?-----r / / li=BQftQoi'\· 7ir_T1 [<;>_J91 (-, Irr;'-Ii O i;~ . , .... :,,:::-1 .. F W0'1(K AT /HIT O WALK I <t- BACK OF I L "i=:t /'-0" SCALE:/ /.,, \ s--- DATE INITIAL ENGINEER OF WORK / ~ )~-, , ~ // ,'-~ ;/\._-~ , ' /,/\ / , ,,#'-,'-, /A I / //--,;;;'--~ / 1//:,..,_ '' ,, ,, / V / ENLARGEHEN_T SCALc:l(B"=l'--0 -, ', _\,,---, -~----' . l_-, L EHENT 'B' ENLAR7s•-r--o" SCALE:/ • • J__ ' < _ _JU - ' ' ' / tt ' PLOT DATE, 1/20/03 REVISION DESCRIPTION LANTING AND APPROVED FOR p INCLUDING PRECISE ffiRIGATION ONLiANTING AREAS. LOCATION OF p "AS-BUILT TITLE--===-- REVIE\JED BY, " DATE INSPECTOR CARLSBAD c ITXAN8~ DEPARTMENT DATE DATE INITIAL DATE INITIAL □T~R APPROVAi. CITY APPROVAL LA PLANTING PLANSORT & COSTA RECALIFORNIA CARLSBAD, ASSISTANT D~ BY: PLANNING DIRECTOR PROJECT NO. CUP 2/>B (B) CHKD BY: RV\JD BY, SPA /-J0-03 DATE DRAWING NO, \ ' / / / / / \ I . ' / '"-- '-I' II , /,,/, ',--.,,.,,_,,, ~ // /', ', ,' / ---------- \ \ \ \ I \ / / \ \ \ I \ \ I / / ------1------MATCHLINc SEE SHEcT 2 I I / \ \ \ / \ / / \ I / •, l'ClRWT K, HAAG, A11A K. LAtOJCAII, AR(Hllll'.1URI, LAtO PLANNING 1254 N. COAIT HIGHWAY IAGUNA BEAOI, CA 926.ll P, (949) 376,l'OU ~ (949) 376-90ol :"i'.'-\\>ffe;;~'t, I"{; ~ ,,•\\,•~'li~".~!' ' ' ,, ·•,:.,,{''" .. ~t -~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, PLOT DATE, 1/20/03 "AS-BUILT" TITLE ________ _ DATE REVIEIJED BY, INSPECTOR DATE 1-----,f----+------------f-----+---+---+---tl SH:ET I CITY OF CARLSBAD ~ ~====::::::PL::A::::N:;N;;:IN;::G~D~EP;;;A~R:;:T;M::::EN::::T:::::::=::::::~~==~ PLAN I G DA1E INITIAL DATE INITIAL DA1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPR□VAL CITY APPROVAL LA PLAN COSTA RESORT & CARLSBAD, CALIFORNIA ASSISTANT PLANNING DIRECTOR DWN BY: ---1 PROJECT NO. CHKD BY: ---1 CUP 25"B(B) RVIJD BY, SPA /.-,j(l:(B DATE DRAWING NO. -,02-2H H J I ·/Z!' ... ~ LEC:iEND I, Iv," X ,,,. " EYE eoL re 2. 1/8" GALVANIZED CAl!!LE$ (TYF'.> ATTACH VINES TO CA6LE$ WIT!-! TIEWIF<E. 3 WALLA=eNCE 4. AMENDED eACKFILL MIX TO eE OF NATIVE SOIL ONLY 5. PLANT Dlt-9:CTLY ADJACENT TO VERTICAL GsRADE 6. 5EE VINE l"LANTINa. DeTAIL ESPALIER ON Jfl!ALL DETAIL 12 SECTION LEGEND 1. FALH Tl'l!UNK 10 2. FIL TEI'< FABRIC WITI-I 12" DIA. X 3' DEEF' SUMI" MIN. FILLED WITI-I CLEAN NURSERY &AND. 3. ~8iJECROWN AT ORIGINAL LINE OF a. F<OOT eALL 4.3" DIA. SNAP CAF' AT 2" ABOVE GRADE ~-EXI5TINa. SOIL 5. 3" DIA. PVC FIFE 6. WATER l!lA51N 3" MIN. DEPTI-I AFTER INITIAL WATERING 6Y I-IOSE. REMOVE 6A5IN IN LAWN AF<EA5. l<t'. t/;J~~ife'A fi'~ILL. 5EE II. 01-!IGINAL LINE OF SLOPE 12. 5LoPE, TYPICAL 1. 21 GRAM F'LANT TABLET. SEE 5FECIFICATIONS PALM PLANTINcS DETAIL -ON SLOPE NOTE LEGoEND I. PALM TRUNK 2. AeOVE a.RADE IRl-!l&ATION eueeLE"' • Rel"El'lt TO IF<F<IGoATION DETAILS FOi'< INSTALLATION OF euBeLER 3. !l" DIA. SNAI"' CAI"' AT 2" AeOVE GAADE 4. !l" DIA. F'VC FIFE ~-4" eE11<M 6. FINISI-I G"-ADE 1. eACKFILL MIX REFE~ TO SFEC&. &. 1& FT. eTI-I ~ PLANT TAeLETS • e.l!E &FECl!=ICATIONS 112) FIL TEii;! l'.AISF<IC II. COMPACTED SU~DE 12. 12" DIA. X :,' DEEi"' 5UHF MIN. FILLED UJITI-I CLEAN NURSERY SAND. 13. ROOT eALL 14. SEE SPECIFICATION$~ TYING t=l'<ONDS AND SKINNING. TRUNKS CONTRACTOR SI-IALL l"'LACE !"'ALM TJl;!UNK IN EXACT CENTEl'lt OF TREE WELL RE!FEF< TO IRl'ltlGATION FLANS TO COORDINATE INSTALLATION AND NUMeEl'lt OF IF<F<IG.ATION eueeLEF<e LANDSCAPE .AF<CI-IITECT TO AFl"'ROVE I-IEIGI-IT AND LOCATION OF PALMS FF<IOI'< TO FLANTINGs PALM TREE !l<OOT eALL5 VARY PEI'< TYPE OF PALM AND 5UFFL1El't OF TREES. CONTRACTOR SI-IALL vERIFY F<OOT6ALL SIZES AND FIT REQUIREMENTS FF<IOF< TO DRAINAGoE SYSTEM OR 5UMF INSTALLATION. PALM PLANTING DETAIL NT& E NT& F NT& " SECTI.ON !l X WIDTI-I OF ROOT6ALL LEC:iEND I. 15 GAL. VIN!! 2. WATER l!!AE>IN 3" MIN. DEPTI-I !l. FINISI-I GRADE. 4. AMeNDED eACKFILL MIX TO eE OF NATIVE $OIL ONLY NOTE TRAIN VINE TO FENCE / WALL AE> INDICATED ON FLAN 5. 21 GRAN PLANT TAeLET • E>EE eFl:ClrlCATIONE> 6. EXIE>TINa. $OIL 1. !l<OOT eALL VINE PLANTINcS DETAIL l"'RE!V AIL ING WIND 0 FLAN N.T.5. 0 51!!CTION LEGEND II I. r:~:·/~fl'i.~~~-flc?~t?lffK NO. 2 · ~1te~~~Wm~ l~· !l. ~8,JeCl-!OUN AT ORIGINAL LINE OF 4. ~i1@1~~r"r;ire 5. F<OOT eALL 6. ~~c'A~im!e T AeLET 5EE 1. ROOT l!lALL 5. EXI5TING SOIL ~-t~~ir&fi'~r'ILL. SEE 10. ORIGINAL LINE OF $LOPE II. 2d 5LOFE, TYPICAL TREE PLANTINcS DETAIL -ON SLOPE SECTION • D • D • • • FLAN cP • • • LEGEND I, PLANT MATEl'ltlAL 2. 2" DEEF HULCI-I !l. FINl51-1 Gof<ADE 4. AMENDED eACt<l'ILL MIX TO eE OF NATIVE SOIL ONLY ~-EDGE OF FAVINa., WALK, WALL OF< CUF<e 6. 1/2 D, UNLESS OTI-IERUJI5E NOTED. NOTE LOCATE PLANTS 5FACED EQUAL DISTANCE (D! ~ EACI-I OTI-IER A5 51-lOWN. D -AS NOTED ON FL.AN OR LEGEND cSF<.OUND COVER I SHF<.US DETAIL NT& C NT& D NT& CANOPY TRI:!! LEGEND I. F<OOT 6AF<l'<I EF<, COl"OL YME!F< POLYPROPYLENE, INJecTION MOLDED .(?)W TI-IICKNEee F<OOT 19AF<F<IER Ae MANUFACTUF<ED 6Y DEEP ROOT COF<POF<ATION (W(?)) 4!:>8-1666. (SEE SPECIFICATIONS) eueMIT SAMPLE TO CITY INEIFECTOfl< FOi'< AFf'l'<OVAL FF<IOR TO INSTALLATION. INSTALLATION. ROOT BARRIER DETAIL " LEGEND I. I OR !:> GAL. SI-IRUe 2. WATER BASIN !l" MIN. DEFTI-I !l. FINISI-I Goi'tADI!!. 2 FLAN 2. CONCR!:TE WALK, l!!UILDINa, WALL, GARDEN WALL, CUF<e, OF< OTI-IEF< I-IARP5CAFE FEATUF<E . ---0 L 4. AMENDED eACKFILL MIX TO eE OF NATIVE SOIL ONLY !:>. 21 GoFi?AM PLANT TABLET -5EE 5FECIF1CATIONS 6. EXISTING, SOIL 1. F<OOT 6ALL SHF<.US PLANTINcS DETAIL FORllm~. HAAG, AJtA, K. IAl>OJCAFE ARCHllECM!E IAl>O PLANNING 1254 N. COA!T liGHWAY ~A BEACH, CA 926~ p, [949) ~6,-9066 F, (949) :rl6-90.il DA1E INITIAL NT& NT& 12 • F'LAN LEC:iEND 1. eox TF<EE 2. F<EINFOF<CED F<Ul!l6!!F< I-IOSE TIE WITI-I ~ GAUGsE WI F<E 3. WATER eA5IN 3" HIN. DEFTI-I AFTel't INITIAL WATERINa. eY 1-1ose. ReMOVE 6ASIN IN LAU,N AR!:AS 4. GUY AS Pl<EQUIR!:D TO SUPPOF<T TPl<EE (3 MIN). ADDITIONAL GUYS A5 DIF<ECTE!D 6Y LANDSCAPE AF<CI-IITECT 5. 1/2" PVC SLEEVE 6. FINISI-I G"-ADe 1. STEEL GUY ANCI-IOF< 36" LONG MAXWELL OR EQUAL a. 21 GRAM PLANT TAeLET. SEE SPECIFICATIONS ~-exI5TING SOIL I(?). AMENDED eACKFILL MIX TO eE Or NATIVE $OIL ONLY 11. F<OOT l!lALL A TREE PLANTINcS DETAIL -TRIPLE cSU'T' 1"1'11!VAILll'l2o WIND 0 (i) 0 • II ' r- . ~ "'}, 4 -·--- LEGEND ✓I" ~l---=-l .:.:.I l--='=--1::..:.11-~11 4 1 -111= "' --, 3 X WIOTH OF litOOTe.ALL 1. flPll 1ee1!11t: ~ AND ,,, GAi Ir¥ ~LV. WIRE. STAl"LE WIIOE TO TIOEE &TAKE 2. 2"♦ X lol>' LODGE l"OL!! PINE STAKE. 1(1:1!'1" CLEAR OF litOOT e.ALL. eEE &l"ECIPICATIONe ). WATEl't 9A&IN )" MIN. Ol!l"TH APTEl't INITIAL WATEl'tlNa, ~'I' HOSE. litEMOVE 9A&IN IN LAlLN Al'!EA& AND A6 DllitECTEO 9Y LAND&CAl"E AlitC~ITECT 4. FINISH Gl'tAD! &. 21 Cil'tAM PLANT T A9Ll!T. &!!I &FEClflCATION6 6. l'tOOT e.ALL 1. AMl!NOl!O ~i<l'ILL. &!!I!! 61"ECIFICATION& e. l!XleTm 50IL e E PLANTINcS DETAIL -DOUBLE STAKE 2 NT& NT6 PLOT DATE, 1/20/03 "AS-BUILT" .APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING AREAS. REVIEWED BY• INSPECT·OR DATE I SH;ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 2 PLANTING C>ETAILS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA ASSISTANT PLANNING DIRECTOR DA1E INITIAL DATE INITIAL OWN BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVWD BY• PROJECT NO, CVP 2'5B(B) DRAWING NO. 402-2H ~ ). ' )., ~ PLANTING SPECIFICATIONS PART 1 -GENERAL 1.01 Scope of Work: Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as Indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. 1.02 Standards: All work and moterlols shall comply with governing codes, safety orders, standards, and regulations. and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed In accordance with the lows of the State of Collforn lo. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be employed during the course of construction. C. Contractor shall obtain and keep In force Public Lloblllty and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be determined by Owner. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dotes. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person In charge of the work. 1 .04 Responsibilities and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of oil underground utilities prior to start of work. C. Temporary Utllltles: The Contractor shall apply for and pay all cost incurred for oil temporary utllltles such as water, electrical power and gos as required by him for the construction of the project. Temporary services shall be coordinated with the Owner and other contractors on the job . site. D. Survey, Reference Points, and Elevations: The Contractor Is responsible for estobllshlng oil surveys, reference points and elevations required by him, and shown on plans for proper execution of site construction. E. Traffic: The Contractor Is responsible for oil temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. 1.05 Defective and Unauthorized Work: All work which is determined by Inspection to be defective in its conatructlon or deficient In any of the requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense In a manner acceptable to the Landscape Architect and Owner. 1.06 Inspections: The Contractor shall arrange for Inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to time of Inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily In this order. Only the Inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test). Soil Preparation and Finish Grading. Plant Material (delivery & placement). Substantial Completion Inspection (at completion of landscape Improvements) -7 Days. Final Inspection (ofter maintenance period) -7 days. The contractor shall arrange a Preconstructlon job conference with the Landscape Architect and City a minimum of seven (7) days prior to the beginning work. 1.07 Guaranties: A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from dote of final acceptance of landscape construction for periods as follows: Trees 24 • box & larger -1 year Trees 15 gal, & smaller • 1 year Shrubs All sizes • 120 days Ground Cover = 120 days Bedding Plant • 120 days Lown ( sod) • 120 days Lawn (seed) • 120 days from first mowing Guarantees begin ofter the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which hove died within the time span stated above, at no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material is not replaced and planted within the 5 day period, Owner may replace dead material with new material and charge the Landscape Contractor for all expenses incurred. B. Construction Materials: The contractor shall guarantee oil workmanship and materials for all site development, for o period of one year from dote of final acceptance of project. 1.08 Material and Labor Releases: Upon completion of the work, the Contractor shall present to the Owner, signed cop les of all labor and materials releases for all work performed under Site Development. 1 .09 Disposal and Clean-up: Remove all waste materials (Including excavated material classified as unacceptable soil moterlol), trash and debris generated or encountered during the course of landscape construction, and legally dispose of It. During the course of the work, remove surplus materials from the site and leave premises in o neat and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the Owner. PART 2 EXECUTION 2.01 Protection: Keep all plant material delivered to site In a healthy condition for planting. Plants shall not be allowed to dry out. Bore root stock shall be separated and heeled-In, In most earth or other suitable material until planting. Bolled and burlapped plants shall have root boll covered with moist sawdust, wood chips or other suitable material until planting. 2.02 tnstallotlon: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior ta planting. Soll excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: Native, On-Site Soll with rock no greater than 3" In diameter Gro Power Plus, 5-3-1 0 15 lbs/cy Iron Sulfate O 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After bockfllllng, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water-in and establishment. Prior to Installation of turf and from around trees and shrubs. prior to City acceptance. ground cover, remove water basins Berms In turf areas to be removed PART 3 SOIL PREPARATION AND flNISH GRADING 3.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and Incidental to the soil preparation and finish grading of oil planting and town areas as shown on plans, as reasonably Implied, or as delineated In the specifications. B. Furnishing, placement and grading, of topsoil for bockfllllng of planters if required. C. Cleaning and finish grading of planters areas and planting areas. 3.02 Topsoil: A. Existing on-site soils listed as • acceptable' under 'Site Grading• specification. B. Topsoil Imported to site for use as fill, backfill In planters and mounding, shall be sandy textured. Slit plus cloy content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than 1 port per milllon as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the Imported soil shall be submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soll test to include analysis and recommendations. 3.03 Soll Amendments: All soil amendments shall be as specified In the Agronomic Sultobillty/Fertlllty soils report furnished by the Contractor 3.04 Sall Preparation: All work on Irrigation system shall be complete and Inspected for recommended approval and, fine grading completed, prior to rototilling and prior to soil amendment work, After rough grades hove been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12". All rock and debris more than 2• In diameter shall be removed from the site, except for areas that are to be sodded, in which oil rock and debris more than 1• In diameter shall be removed. Apply , spread, and rototll in all soil amendments as recommended to a depth of 6". Water area thoroughly ofter rototllllng ts complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nltrollzed Redwood or Fir shaving or equal. 200 lbs. of Gro-Power or approved equal. The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning toke place. Therefore, the Contractor shall obtain his own soils analysts at a rote of one per every 25,000 square feet of planted area. These soil tests shall be conducted by on approved Agronomic sails testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre- construction Job conference. 3.05 Finish Grading: After rototilling operations ore complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met ofter settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3.06 Coordination: I Weed abatement work shall be coordinated with the Installation of the Irrigation system rototllling and soil amendment work, and planting. (See Weed Abatement section). PART 4 TREES AND SHRUBS 4.01 Scope of Work: Provide all material, equipment, and labor necessary to Install oil trees and shrubs as shown on plans, as reasonably implied and as delineated in the specifications. 4.02 Products A. Nomenclature -Plant names Indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery ts followed. B. Condition -Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their container, buy not ta the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be topped. C. Trees and shrubs shall be growing at a recognized nursery In accordance with good horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stokes and ties from oil plant material prohibited until the approval of the Landscape Architect or City. D. All plant material delivered ta the site showing signs of damage or disease or Is insufficient In size to carry out the Intent of the planting plan will not accepted and will be replaced at Contractors expense. E. Sizes of Plants -Sholl be as stated on the Plan. Container stock (1-gollon, 5-gallon, and 15-gollon) shall hove been grown In containers for at least one (1) year, but not over two (2) years. F. Substitutions -Substitutions for Indicated plant material will be permitted provided the substitute materials ore approved in advance by the Owner, and ore mode at no additional cost to the Owner. Except for authorized variations, oil substitute plant materials shall conform to the requirements of these specifications. G. Plants Not Approved -Plants not approved ore to be removed from site Immediately and replaced with suitable plants. The Owner reserves the right to reject entire tots of plants represented by defected samples. H. Stoke all trees, as per details immediately ofter planting to prevent wind damage. I. Plant trees that are to be located In lawn or ground cover areas after finish grades are first established and allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. 4.0:S Soil Amendments: Soil amendments shall be as recommended In the Agronomic soils report 4.04 Trees Stokes: Tree stokes shall be lodge pole pine tree stakes. See tree stoking detail on plans for further information. PART 5 -GROUND COVER AND BEDDING PLANTS 5.01 Scope of Work: Provide oil materials and equipment and perform oil work necessary for and incidental to Installing all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated In the specifications. 5.02 Bedding Plants: Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on plans. 5. 03 Grau n d Cover: Ground Cover: Provide ground caver of the species shown on plans, Ground cover shall be established and well rooted in flats or similar containers. 5.04 Mulch: Mulch: Sholl be of compacted wood chip fiber. Submit ,ample to City Inspector for approval prior to planting. 5.05 Coordination: A. Do not have plants delivered to the Job site until site conditions are ready for planting. If planting Is delayed, keep plant roots moist and place In o sheltered location protected from the sun, wind and other damaging elements. B. Soll preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. 5.06 Installation: Plant ground cover and bedding plants In moist soil and space as Indicated on plans. Each plant shall be planted with Its proportionate amount of soil so as ta minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas ofter planting, to restore smooth finish grade and to Insure proper surface drainage. A 4• toyer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin immediately ofter mulching. (Grading shall accommodate the mulch) 5.07 Protection: Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. PART 6 -WEED ABATEMENT 6.01 Scope of Work: Provide oil material, equipment, and labor necessary to perform oil work as Indicated on plans, as reasonably Implied, and as delineated in the specifications. 6.02 Quality Assurance: 6.03 6.04 A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor In addition to any subcontractor licenses that are required. B. All materials and methods must conform to Federal, State, and Local Regulations. Submittal: Prior to the Installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City o list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties present. Responslblllty and Coordination: A. B. Landscape Contractor Is responsible for the erection of oil signs and barriers required to prevent intrusion Into the treated areas and to notify the public. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from dote of application. 6.05 Non-Selective Herbicides: Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) S. 06 Selective Herbicides: Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) 6.07 Weed Eradication: If In the opln Ion of the Pest Control Advisor, perennial grosses and weeds existing in the planting areas will require control prior to r"moval, spray these areas per Pest Control Advisor's recommendations. A. Prior to the installation of the Irrigation system remove and clear all weeds and deleterious materials from planting areas. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" below the surface of the soil. Physically remove oil weeds from the site. PART Z -LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing oil maintenance requirements as reasonably Implied or as delineated In the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. WVJC.lol'E ARCHllEC!tl<E I<.. ""rr~ ~ WV PLAN~IHG •,. IL..vl 7.02 7.D3 F ertlllzers: A. Commercial fertlllzers with an analysts of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required b)' the Agronomic soils report. Available from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not less than 21 % nitrogen and 24% sulfur and shall be registered as an agricultural miner. with the State Deportment of A2rlculture in compliance with Article 2 -"Fertilizer Materials, Section 1030 of the Agricultural Code. General: Maintenance shall start Immediately ofter landscape irrigation and planting. Maintain all plants and planted areas an a continuous basis as they are Installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate Irrigation system on an established B. C. D. program to maintain oil plants and planted areas In a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the Owner. Failure of any port of the irrigation system shall be brought to the attention of the Owner. No repairs other than emergency repairs shall be accomplished without written permission from the Owner. Weed Control: Keep oil planted areas free of weeds and debris by cultivating areas at Intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by on approved herbicide program. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the Owner prior to any opplicotlons. Pest Control shall include Gopher control. Pruning: Prune oil plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep In bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 -ACCEPTANCE Of PRO,JECT 8. 01 General: Upon completion of installation, o maintenance p"rlod · of a minimum of 180 days for all landscaped areas Is required prior to final acceptance of the work by the Owner. The Commencement dote for the maintenance period shall commence upon written approval for oil phases of planting installation by the Owner. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first ofter oil plantings hove been completely Installed In order to approve the beginning of the establishment period, and the second at the end of the establishment period. If plantings ore not acceptable at the end of the 180 day period, due to defective maintenance. then continue establishment until oil work meets with the Specifications and con be approved. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Infestation, Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. PLOT DATE, 1/20/03 "AS-BUILT" FO!lR£JTK.HAAG, AAA, tc ~ 1254 N. COAA HGHWAY ,._ · - LAGUNA BEAQ-t, 0\ 92651 ---i c ::::i_ IC. 114605 'n "' ... ··(.~.•.~I 376-5'066 ~ ~4~) 376-!'067 . ~ •·.·-':Y,·I·};llfi/, .. Ir~. ~ ffl ..4, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ DATE ,)s:,r~l',,,T,.,,r--r--~ '" , ~/ REVJE\,IED BY• INSPECTOR DATE t---+--+-----------+--+--+---1----11 SH:ET I CITY OF CARLSBAD ~ ~=~==:::P:::L::::A::NN:;;l~NG=;:;D=,:E;;PA:;;R;:;T:;;M::EN::::T==:::!.:~~=~ PLANTING SPECIFICATIONS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA t-----t--t------------+---1---t.--1---l ~O\IE~ /-Jo-o:J ASSISTANT PLANNING DIRECTOR DATE t--;;o"AlE..,-t-;;IN:..rnn'.AL..-,1-------------------I--DA-TE--I-IN_rn_AL-I-D-ATE--l-l-NI_TI_AL_J ~I D~WN:;:~ BY;::: =_=:_=:_=:_=:_:_:;=;==:;P:::R;O~JE;C;:T=N=o=. =::::;-;::D=R=A=Wl=N=G=N=o. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: ---1 CUP 2,YB (1!1) 'f02-2H OTHER APPR□VAL Cll'I APPROVAL RV',/D BY• \ • • \ I • \_: • I _3/4 11 I '4" -n ~ I I • ----co \ I \ " II II ,,--!Xl&TING LANDeCAJD! lllll'tlGATION TO Jltl!MAIN Pl'ltOTECT IN PLACE II I " II j ' \1 ---- / ;411 3/4" /\ / \ / \ 3/4 \ __ --·-7 \ \ I I \ I 1/4" ;411 I ' i ! 111/ I 3/4" ' ' I I I 11 I / / 113;.,/,, I 11 ; I 11 / ! II ! 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BURY &LEEYl:D l"VC Ml~. 12" eELOW ~E FOl'lt f'EDE&TRIAN, 30' FOl'lt VEI.JICULAl'lt. &IZE NOTED, \ PIPE SLEEVING l'"VC &CI.J e.z> FOR MAINLINE ANO Wllll!E& UNDE"' VEI.JICULA"' JDAvlNG,, &CI.J 4,Z, ~ MAINLINE, WIRE& AND LATERALe UNDER f'EDE&TRIAN FAYING,. EXTEND 12" BEYOND PAVING,. I Wllll!E &LEl!!vlNa. FVC &cl-I e.z>. euRY MIN. 24" BELOW Gl'ltADE, EXTEND MIN. 12" el!!YOND EDGE, \ l'tAINelflltD l'"El5 &ERIE& REMOTE CONTl'ltOL VALVI!!. &IZE NOTED, \ NIBCO LINI!! &IZl!!D BALL VAL VI!! \ \ I Nl:1.&c;lN 1&43 QUICK COUl'"I.INCi VAL\11!• 314" \ Gl'ltlewol.D "22:31£1 ~6eUl'ltE l'ltEGULATING MAl!lTl!!l'lt VAi. VI!!. (NOl'IMALL Y CLOSl!!DJ • 2". &l!!T AT 'bt£I r'"el DATA INDU6Tl'ltfAL& JIILOUI &l!!N&Ol't "22,£11'" l&e \ I \ \ !leAINell"D 1!&1"'-4D1C-,4,z, &TATION AUTOMATIC CONTlltOLLI!"' WITI.J 'l'ltAINCI.JECK' AUTOMATIC RAIN \ &I.JUT-Ol"F DEVICE, WALL MOUNT IN A '&Tl'IIONGeox' l!NCLO&ul'ltl! MODEL • &e-Ie&&. &EE DETAIL. l FEeco 82& YA REDUCED l"l'ltE&&IJl'ltE B.ACIQ'LOW l"l':l:VENTER • 11,, " ------ 1. U&E l"Ol'"-UI"' MEAD& WITH '&AM' elJILT-IN CMECKYAt.Vl!!&-TC1"'fll!EveNT LOW I-IE.AD ~INAGI!!. 2. IN&T ALL l'tAINell'ltD f"C& &cll!EEN& A& NECE&&Al'ltY IN OflltDEJlit TO F'REY!NT OYl:Jl;::51°1'i!AY ONTO WALK, WALL&, COLUMN&, ETC. 3. ALL LATl!!JltAL LINE AND MAINLINE IN&TALLl!!D UNDEl'lt AC l"'AVINGo TO BE Pl'ltOVIDED WITI.J FIFI!! SLEEVING (2 TIME& LINE &IZE). IN&TAL.L PEJlit CITY OF CAlltl.&e.AD f,l'"l!!CIFICATION&. 4. IN&T ALL l'"Ol'"•Ur'"e WITI.J IN 11£1' OF ALL l"'EDE&Tl'l.AN LI&!! AflltEA&. PEP.: CITY OF CAlltl.&e.AD 61'"1!!CIFICATION&. !!!>. NOTIFY I.AND&c.Af"E Al'ltCI.JITECT F!'tlOl'lt TO IN&T AL.LATION ii" ANY Dl&Cl"l!!l'"ANCIE& OCCUR PLOT DATE• 1/20/03 FORREJT K, HAAG, AJ1A Ill: LMDJ'CAPE ARCMnrotJlE LMl) f\ANNr-G 1254 N, COAST HIGH'WAY LAGUNA BEACH, CA 926~ P: (9491376-9066 e 1949) 'S/6-9061 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT" TITLE _______ _ DATE REVIE'w'ED BY• INSPECTOR DATE t-----+--+----------+----+--+--t------1 I SH;ET I CITY OF CARLSBAD ~ :====-==::::::::P:::L::;:AN~N~I~NG~D~E~P:;AR:;T::;:M~E::::N:::T==~~===; IRRIGATION DA'TE INITIAL DA'TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR□VAI. DA'TE INITIAL aTY APPROVAL PL.AN LA COSTA RESORT & SPA CARLSBAD, CAUFORNIA DWN BY: __ _ CHKD BY; __ _ RV'w'D BY• PROJECT NO, CVF' Z'FB (fl} DRAWING NO. '102-2H \ \ .3/4' I . I . I . I I I • • • • • • • • • • • G I .3/4" / __ ,,/ I' ;411 ' \ I \ ~ Q \ 17 L_l e 11~~4,!!!::1 -.3/ "\ I -r.E~1 / \ ----1!',rl, --'· • \ -·: -~~~-·~h' I ;~--~;;,~:;,>;,;:··~!i;,·~---"i·.~· i,q~..C..L..:i -. _,JC .. 7F'='III 4" II / / .I( .3/4' 1.3 4" / ••• 3/ II\ ./ I • "'-i \ / •. /< 1/ r L-- " ,, I • , . , . \ . II II .31 II I 1/4" 1 I 1/21 .3/4 • II -/-- CONTROLLE~ LOCATION- 111 VOLT 2 AMI" E>ce> CYCLE l"OWEl't l"l'tOVIDED l!IY OUNEl't. ll'tl'tlGATION CONTRACTOR TO MAKI! FINAL I-IOOK-l.11". , LOCATE ON IN&IPI!! WALL OF l!GlUIFMl!!NT l'tOOM. FINAL LOCATION TO eE APPROVED eY OWNER'S l'i!El"Rl!&ENTATIVE. ( n I I ' " I L'J I" /40 ,/ .31;/ . ---".J I I" 1/ • I , \ II • II - - ...... F'LAN SHEET KEY SCALE: I/ l6" .. l'-0" - -1- □ l~IGATION NOTEe 1. MAIN LIN!! 61.l!l!Y!! &1%1! &MALL eE A MINIM..M 01" TWICI! (2X) THE PIAME:TE"' 01" THI! PIFE TO 1!11! &Ll!l!Y!!P. CONTl'tOL WIRE &Ll!l!vt!:& &HALL 1!11! 01" e.uFl"ICIENT &IZI! l"Olt Ti-II: l'ltl:QUll'ltl:D NUMe~ 01" Wll'ltl:&. <MIN. 2" PIAMl:Tl:RI. 2. ALL LATe:~ LINE PIPING UNPI!"' PAYING &1-!ALL eE !"YC &CJ.I.~ PIPE AND &1-!ALL !!IE: INSTALLED F'RIO!II! TO PAVING. 3. PIFE &l:ZE& &1-!ALL CONFOIIIM TO TI-IO&E &MOWN ON Ti-II! DRAWING&. NO &Ue&TITUTION& 01" &MALLER PIPE &IZE& &1-!ALL el! f"E!QMITTEP, l!IUT &Uee,TITUTIONS OF LA!l16ER SIZE& MAY !!IE APPROYl!D. ALL DAMAGED AND REJECTED PIPE &HALL !!IE REMOVED FR<?t-1 THI: &ITI! AT THE TIME OF &AID l'ltl:JECTION. <I. FINAL LOCATION OF Tl-IE AUTOMATIC CONTl'tOLLE"' &MALL ee AFFRO\IEP l!IY OWNE"'"e AUTl-!Ot'l!IZED REPRE&ENTATIYI!. !>. 12.e> YAC ELECTfltlCAL !"OWl!:l't ec>Ul'CE AT CONTl'tOLLEl't LOCATION &i-lALL !!IE l"ROYIPED l!IY OTHER&. Ti-IE ll'tl'tla.ATION CONTRACTOl'I! &HALL MAKE Ti-IE FINAL CONNECTION FRO! I Ti-IE ELECTl'tlCAL &oufleCI! TO Ti-IE CONTl'tOLLER 6. ALL &f"!ltlNKLER HEAP& &HALL el! &ET !"ERl"ENDICULA"' TO FINl&l-1 G!'t4DE UNLESS OTI-IEl'<IIJl&E SPECIFIED. 1. Ti-II! ll'tl'tlGATION CON1"'ACTO!II! el-!ALL l'Lu&l-1 AND APJU&T ALL &f"!ltlNKLEl't l-lEAP& AND YAL YE& FOl't OPTIMJM COYEl'tAGE WITH MINIMAL OYER&Pl'tAY ONTO WALK&, STREET&, WALL&, ETC. e. Ti-II& DESIGN I& DIAGofltAMMATIC. ALL PIPING, YALY!!&, ETC • &1-!0WN WITHIN l"AYl!D Al'ltl:A& Al'ltl: FOi' DESIGN CLARIFICATION ONLY AND el-!ALL el! INSTALLED IN PLANTING AREA& Wl-lEREYER POe&ll!ILE. Ti-IE CONTRACTO!II! &1-!ALL LOCATE ALL VAL VI:& IN &l-il'Ul!I AREA&. 9. IT I& Tl-IE l'tl!&l"ON&ll!IILITY OF Ti-IE lfltlltlGATION CONTl'tACTOl't TO FAMILIAl'i!l:ZE HIMSELF WITi-1 ALL G!'t4DE DIFFERENCE&, LOCATION OF WALL&, RETAINING WALL&, STFi!UCTUl'i!E& AND UTILITIES. THE IRRIGATION CONTl'tACTOR el-!ALL REPAIR OR l'i!EPLACE ALL ITEM& DAMAGED BY l-11& WO~ HE &i-lALL COORDINATE 1-11& WOl<K WIT!-1 OTHE"' CONTRACTOR& FOl'i! Tl-IE LOCATION AND INSTALLATION 01" l"IFE &LEl:YE& AND LATe:RAL& Tl-ll'i!Ol.lG!-I WALLS, l.NDEl'i! ROADWAY& AND PAYING, ETC . hi!). PO NOT WILLl'ULL Y INST ALL THI! ~INKL.I!"' &Y&Tl!M A& &l-lOU.N ON THE DRAWING& Wl-lEN IT I& Ol!IYIOU& IN Ti-IE Fll:LD Ti-lAT UNl<NOUIN Ol!l&Tl'tl.lCTION&, G!'t4DE DIFFERENCE& Ol't DIFFEl'tENCE& IN THI! AREA PIMl!N&ION& l!!Xl&T THAT MIGi-iT NOT l-lAVI: eEEN CONSIDERED IN Tl-IE ENGINEEl'i!ING. &ucl-1 oe&Tl'tl.lCTION& °"' DIFFERENCE& SHOULD eE l!ll'tOUGl4T TO THI! ATTENTION 01" THE OWNER'S AUT!-IOl'i!IZl!!D l'lel!!l"Rl!&l!!NTATIVI!. IN Ti-IE EYENT Tl-II& NOTIFICATION I& NOT FERFO!QMEP, Ti-IE ll'tl'tla.ATION CONTfltACTOl't &HALL A&&UME RJLL RE&FON&ll!IILITY FOR ANY l'i!EYl&ION& NECEe&ARY. 11. ALL &l"l"INKl..l!l't l!Qlllr-Ml!!NT NOT OTHl!!fllWl&E PET AILED 0111: &FECIFIED &1-!ALL eE INST ALLEP AS PER MANUFACTUl'i!El'i!'& RECOMMENDATION& AND &FECIFICATION& . 12. ADY (ANTI-Dll!AIN YALYI!&) UNIT& A& &1-iOWN IN THI! Pl!TAIL& ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT !!IE Rl!GlUIRl!P ON ALL HEAPS. l"F!IOR TO INSTALLATION THI! CONTRACTOR &i-lALL VERIFY WITH Ti-IE ON-&ITE GRAPE&. IF Ti-lERE I& AN l!Ll:YATION PIFFl:l'i!ENCI: OF 24" OR MORE eETWEEN THE HIG!-IE&T Hf=AP AND LOWl=&T l-lEAP ON A &Y&TEM, Ti-IE ADV'& el-!ALL eE INSTALLED PER Ti-IE DETAIL. 13. F!EFE:l't TO &PECIFICATION& FOR STANDARD& OF MATe:111:IAI.& AND WOll!:KMAN&i-111". 1-4. U&E POl"-l.lF i-lEAP& WITi-1 'SAM' l!IUILT-IN Cl-!f=CK VAi.VE& Wi-1EN LOW HEAP Pl'tAIN.i.:r.E MAY OCCLll't I&. LOCATE ALL YALYES IN Si-lflWl!I All!:EA, &MOWN FOi' CLAll!:ITY ONLY. lh. INST ALL ll!AINelRD !"CS &cll!:EENS IN Lll!l.l 01" ST ANPARD &cl'tl!EN& TO l"REYl!!NT OVE~Y ONTO WALL&, WALK&, l!IUILPING&, SIGNS, ETC . n. REFER TO CIVIL ENGINl!!!Pt PLANS FOi' Gl'tADING AND ANY DRAINAGE &Tlli!UCTIJRE&. COORDINATE LOCATION OF l"""IGATION EQUIFMl!!NT WITH CIVIL ENGINEEl'i! INFO!QMATION. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE• 1/20/03 "AS-BUILT" TITLE ________ _ DATE REVIE'v/ED BY, INSPECTOR DATE 1----+---+------------i----t-----t---+-----t I SH;ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ;-==::'....'.::::===;,~R~R~IG~A~T~/0;;::N::;;==:::::::'..=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PlAN LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA ASSISTANT PLANNING DIRECTOR DWN BY: __ _ CHKD BY: __ _ RV'v/D BY• PROJECT NO. CUP 2'fl(B} I-Jo-0$ DATE DRAWING NO. 402-2M ! \ I \ \ \ I \ I \ I I \ \ \ I \ \ \ I \ \ \ \ \ I \ I \ \ I I I \ \ ' I \ \ \ \ \ \ \ \ \ I \ _l ' I \ \ \ \ \ i ----_.-·, _X,., \ -~ ---\ / 1, TOTKliJAT~ U&l!r-_.-\ / 11 \ L / MAWA• 432 X I),& X '41)~54 :!<. d:1.62 ~ \ : \ I ' I i I ' I \ EAUJ.J• 1-!YDl'tOZONE "I TUflll' &l'"lltAY \ / ,, ◄32 X .15 X 5,~1 ~ d:1.62/ I-IYDl'tOZCINI! "'I TUIIII' !ltOTOR \ ◄32 X .15 X 2,312 X 1().621 1-!YD!ltOZONE "2 61 11'1'.Ue &l'"lltA Y \ ' 432 X A4I X 31,e.9., X \t,.62/ \ \ \ \ I TOT ,1(1,L. E I \ Mo.e,51 GALIYl!Aflt \ \ \ -4&&~ GtALIYl!Aflt 1 116 ,15& GALIYl!Aflt I½" WATl!flt Ml!Tl!flt !IACKFLOW l"REYl!NTl!flt 2" PVC &cl-I 315 MAINLINI!! (&13' LI") l'tEMOTE CONTl'tOL YALYE FITTINGEl !"le~ fltEQUlfltED AT I-IEAD ELEYATION Lo&& LATEFe.AL& MISC. TOT AL l"RE&eul'l!I!! Loe& &TATIC l"'f'Ee&ul'tE l'e61DUAL Fl'tE&eui'!I! ,<: ,, .. / \ )---------- CONNECT TO EXl&TINGt tv," WATER METER l"ROYIDED FOflt LAND&cAP"E FU~& (YEfltlFY LOCATION IN FIELD FRIOR TO INeTALLATION). CONNECT TO l'ACKl'LOW Fl'tEYl:NTER. MASTER YALYE, QUICK COUF'LEflt, FLOW &ENeOR AND GIATE YALYE, AS &I-IOWN IN DETAIL, IN Sl-ll'IIJ!I Al'tEA. REFER TO DETAIL A, 61-!EET L,44),4 FOR FOC. LAYOUT. WATEFt HETER A~XIHATEL 'I" 2312'' Fl"OI I GIATE YALYI!! &!-IOWN ON EMT SIDE ALONG E6TRELLA PE MAR ROAD. EXISTING, &T ATIC l"RE&eul"E! DE6Ia.N Fl'e66Ul'tE MAXIM.INFLOW 12d' l"&I 62 Fe.I 31a.FM WATER FR!&eUl'tE INF0"7'1ATION WA& oeTAINED ~ 1 CARL&eAP MUNICIPAL WATER Dl6TRICT. CONTACT &KIF RJ&&EL AT (160) 43&·2122. SET Fl'tEe&Ul'e !'!EC~ ILATOI'! TO 15 F&I. LANDSCAPE CONTRACTOR TO YERIFY 6TATIC WATEflt Fl'tES&Ul'tE AND LOCATION OF WATEl'lt METEFt AND I& TO NOTIFY LANDSCAPE ARCI-IITECT OF ANY DISCl'tEPENCIES PRIOR TO COMMENCEMENT OF CON6TRUCTION. FAILUl'tE TO DO SO MAY RESULT IN CHANGtE& TO IFtFtlGIATION SYSTEM. COST FOR Tl-IE&! CHANGtES WILL eE Tl-IE l'tESFON6191LITY OF Tl-IE CONTRACTOR. 33~ \ 6-4& !"&I 12~ 1"6J/ ;&~2F&I [,/' \ ' ' I \ SCALE:!/ 16" • l'--0" I I ' / I . ! ' , I / I / I I , I \ ' I / FOARE.IT K. HAAG, AAA. K WOJCAPE ArolllEOLtE WO PI.ANNNG 1254 N. COAST Hl:JHWAY LAGUNA BEACH, CA 92651 P, {949) 376-9066 f. (949) :rlo-9061 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ' \ \ I PLOT DATE, 1/20/03 "AS-BUILT" TITLE--------DATE REVIEWED BY• INSPECTOR DATE l----l--+-------------ll-----1---l-----1----11 SH;ET I CITY OF CARLSBAD ~ ~=:::::'..=:==:P::::LA:::N:::N;::IN:::G::::::D::E:::F'A:::R::::T::::M::E:::NT::::::=::::::~L:_j==::= IRRIGATION DATE tNlllAL DATE INlllAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Pl-AN LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA OWN BY: ---1 CHKD BY: ---1 RVWD BY• DIRECTOR PROJECT NO. CVf> 2!f'B (II} /-Jo-03 DATE DRAWING NO. 402-2H H I t 12" MIN. 1" l cue, &IPl!W,l,Lt<, l!TC:. 2. ~ 1"1..MTIC V.Al.'1! l!IOX WI LOCKING TOI" ILAlll!l.l!P MA&TER VALVE/ HT I' ,'l!IOYI!'. FINl61-1 G!'tAP!! IN 1"1.,ANT--A6 OHL Y. J. l'INl61-1 CMUC>II!. -4. COl110N AN[) CONTIIIOL WIMt TO CON~ll LOCATION. &. MA6Tl!!t V.AI. '1! <l'l!Pl!ll TO U!Gl!NPI. •· l"'VC MAINI.INI. ,. 2 ~. 1"9A -Y91.. IU"f!". t. l'L.ANail!!P CONNl!CTICNe (~. 2 1"1..ACI!&}. • ALL V.AI. VEIi TO 1!11! IN&T 1>1-L!!t) IN 11111111~-M. PRESS. REGULATING· MASTER· VALVE ·E II II 0 □-++--+--+-----< 2 • I. W,l,LL HOIM CGIIIT-.:Ll!l't -TO !"L,AN l'Olt 111.?E ANC> LOCATION 2. 124> VOLT ON•01'1' 9WITCM 3. 311 DIA. CONPUIT flOfl: COH"l'fl'CIL WIN!& -4. 121!1 V .At:.. CONDUIT &. VANC>AL l"llOOI', LOO:ING IITAINl.1!116 &Tl!l!L l!NCL06lJ!llll! NOT!!, L ALL WI_ TO el! IN$TM I PP -LOC::ALCOPIL 2. ltAINBll'tP 'llAtlCHl!CK' .AUTOMATIC 8tf.lT •Ol'I' Pl!YICI! TO N INIIT ALLl!P P"1!ll M.4N.FACTUlll!Jlt'II -Cll'ICATION& WALL MOUNT CONTROLLER t MAllDIICAI"!! ~= 2. CI.IAN l!IACl<l'ILL A6 lll!GIUIJltl!C>. TO el! &ET IN •• LIFTII. ll!!l'l!ll TO -CIFICATION& FOflt e!"ECll'IC MATEl'<IAL AND COM!",'ICTION N!GIUll'l!!M&ITII. S. CLl!AN &,AND. -4. --MAIN Lite WITM IILl!l!YI!. &. LATl!!l"AL LIN!! WITM 111..!!l!VI!. •· CCINTIIIOL WIil!!& • COMl"UT!!llt MAIIC>WAflll!! WIil!! IILEEVI!. NOTl!e, ALL 111..l!!Vl!I TO 1!11!! P"IC. 9CM. 9" -"'C> TWO -"NC> ON! MALP IZ½> T!'IE& Tie PIA OF Tie lliOIIKING I'!~ CLl!,AN l!IACl<l'ILL MAY el! eul!l&TITIJTl!C) l'Olt IIANC> lNC>!!llt W,1,LK6 ,AND 01'<1"1!6. F J SLEEVING Ll!!Citl!ND l l'tlllH-.i 2. Ir PIA l'CtN) VAL."111110)( WITM LOCKIID LIP '!I~ 1'1A'V,6C'I\IN!C) i,y ~ IM?\l&Tltll6. M-'Gl.C.' 0NCOY!llt S. QUICK CC\11"1.IID VAL "11 ,4. I",(: 6CM .. ~- ... 12).....C: &T!e!Tl!U.6 6 . .....C:6CM9"N-- ,. I",(: 11!11 ._ 1",C ec:.. _.. ILL t. I",(: MAI< ue 19. ote OJelC PT. C,. '41 QIIJII Ila IIOCK HQTII, IN&TALL 6' l'lll0M Nl!-T AC>JACIIIT !"AVID -A QUICK COUPLING VALVE .. - - -- -ffi-ffi-ffi-f Ll!Gl!ND L ,-INIIM a.,t,40a 2. !"LAIITIC VAL.YI! IIOX WITM LOO:IN<I, LIP M~ '<LY.' ). GATI! VAL VI! ,4. ON! OJelC l'T. OI' "4 • C!Ull ll!C> ~ &. l"'\IC MAIN LIN!! 6. etll-66 INION 1. l"'\IC MALI! APAP"TOl't 12 ll!!Qlflll!C>/ ._ l"'\IC eMC .i. NI~ GATE VALVE NOT!!, L IH&TALL VAL ... IIOX eucM TMAT Tl-II! TOI" C1F TIE COVl!ll Ill 2" "80YI! 1'1N161-1 G!'tAP!! IN ~ =.vt Alll!AII AND l'LUIIH WITM CONCl'tl!TI! ,AND TUl'II' Alll!A6 2. ALL C!rATI! VAL."1!6 OYl!ll 2' IN 61%1! 61-!ALL l!ll! 110X M,ANC>LI! GAT!! VAL VEIi I l'INl6M ~I! ..--------1 3 2 -Pl!YICI! Ill!!! Ll!Ql!NC) l'Olt -CIPICATION ,-------1 4 3 etliA66 l!IALL VAi.Yi! ~- r - - 4 MA1111 Nll"'!"l.l!ll MIN. ◄" ~. ! l!lltA66 l!LL. -4 ll!!Qlllll!P 6 l!IACl<l'I.OW ll!NCl.08UIII!! P"llll ~ 1 --lll!GULATOl't II' -Cll'IEC> I I ,,.,..---; 1 ,& 9"' 681 UNION, 2 fllll!QUJN!D NOT116, ~ l!lltA66 ltleE"6 LINGTM A6 lll!Q. lfZI l"'\IC MAINLIN!! TO MAIIT!!llt VAL VI! 11 6CM N> l"'VC l'l!MALI! AC>Ai--Tl!!l'l 12 6CM e4' i-vc: Nll"l"U! 6' MIN. 13 l"VC MAINLIN!! • !9,olCICl'LOW eM.ALL N Tl!llTl!C> l!IY A Cl!llTPll!C> T!!IITl!ll AND lll!eUL T• MI.IIIT el! Glvl!N TO Tl-II! OIINEl'l Mt, TM! WAT!!llt C:,f&l!tlCT 1"1!111 CITY &P"l!Cll'ICATION&. • l"lt"I! 1!11!-TMI! M!!Tl!ll AND l!IACl<l'I.OW 61-!ALL 1!11! "IICMl!C)UI.!! K MAllC> COl"P"l!!ll" t"l!ll CITY -Cll'ICATION&. • IN&T ALL P"l!ll CM.UJ.C>. IIT ANC>AIIIIP C)tUllltG • w-:i. BACKFLOW PREVENTOR B C D • mm .. I I I i' 11 11 i' • 4 4 1111~111' ~ 4 . • ,- LEGEND I. l'INl61-1 c!llltAC)I! 2. CIR!S, WALK Oil 1'01.NPATICIN J. -·I.II" -y Ml!AP -4. l"'VC 8CM N> ltlll!ll •• l"'VC 8CM N> Nft"l"LI! 6. l"VC LATl!llAL LIHI! 1. '!WO l"VC &Tlll!l!T !LL& ._ l"'VC 8CM '44l> !LL t. l"VC Tl!I! POP-UP SPRAY HEAD Ll!G!!Nt> l cue, IIIPl!WALI(, l!TC:. 2. l'INl61-1-. s. l"OP·UI" l'OTOl't Ml!AP WITM ,ANTl•C>ltAIN VALVE. el!T TOP" OI' Ml!AD 112' A150V1! CillAC>I!. -4. 11CM. N> l"'VC Nno,oi..!! MIN. 2• Lc:::iNCi. fl,. 8CM. e4' l"VC T><T ILi- •• ,. •• l"'\IC T K T M-.!X IIT'IIIRT ILL • IICMl!PUl.11! N l9VC Nno,oi..l! • MIN. 112>u Lc:::iNGs.. ICM. 8dt ~ TxT MA1IILl!!X &Tll!!IT l!LL. 8CM. N> l"'\IC -T T!!l!I. LAT!!llAL LINI! 1911"1! ~ l'ITTING. POP-UP ROTOR HEAD n Ii' =1 -11 111 I ~111. .. m .. I. l'INl&M- e 2. l"LAIITIC VAL.YI! IIOX WITM LOCKING COVER MAJIIK 'fllC.V." AND STATION NO. ON COVl!l'l LOC::AT!! IN -l!!ll!!C>. JJ. l!NAl"• TIT!! l!L!!CTlllCAL CONlll!CTOll& -4. l"'\IC MALI! APAl"'TOl't 12 ll!!GIUfltl!C)> fl,. l"'\IC 6CM e4' lll&!!ll 4 -111 1-"f---"l.\r--.ll -u ! 1 •• l"'VC Tl!I! 1. l"VC MAIN LINI! ... 0NI! CU91C PT. at '4" CfltJ.11!111!0 ltOCI< CONTROL VALVE 2 M I. !Xl&TIN<I, I½' WATl!I'< Mlll!Jlt• IJl!I 1'61 2. ctA 11!: VAL. '1! s. ISACl<l'L0W l"!IIIM!!NTOl't F ,4. ---.ATING MAITl!ll VALY1E t.PLOW&l!Neolt •· <=IIJICK COUl"U!!ll 1. --MAINLIN! LIAPING TO P"IIIOl"09l!P l""l<irATICIN IIY&Tl!M ll!l'!,ll TO l"L,AN l'Olt COlll'll!CT 111%1NG A --MAINLIN!! L!!APING TO !XIIITIN<I, WATl!lt IIY6TEM6 t. l"OtlT OI' eotff!CTION TO l!Xl&TINGI f>' HAIN , ~ NOT!!, ALL IIQJll't1INT TO 1!11! IN&TALLl!P l"t!lt CITY C1F C"""-&eAP 91"1!CIFICAT!ctlll. A POINT OF CONNECTION FOlaEIT ~ HAAG, AAA, tlC. IAIOJDIJ'E AROHEI\JJIE LAM) PIANNING 1254 N. COAJl HIGHWAY IAGU<A BEAOi, CA 92651 P, (949) :!76-9066 ~ (949) 'ST6-900 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLOT DATE• 1/20/03 "AS-BUILT" TITLE _______ _ DATE REVIE\,/ED BY• INSPECTOR DATE r---+----+---------1----+---1---1---1 ~ CITY OF CARLSBAD ~ ~~==::...'::==:::P:::LA:::N:::;N:;:l;:NG:::;::D;::E:::P;:AR:::;T:;M::E::::NT:::===~~==~ IRRIGATION DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL OcTAll..S LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA DWN Y: __ _ CHKD BY: ---RV',/D BY• PROJECT NO. CUP 2~B(fl} DRAWING NO. 402-2H IRRIGATION SPECIFICATIONS PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of Worf<: Provide all labor, moterlols, transportation, and services necessary to fumlsh and install the Irrigation System as shown on the Drawings and described herein. B. Standards: All worl< and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Worl<s Construction (Green Book) latest edition. 1 .02 QUALllY ASSURANCE &: REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and oll observations os required. 8. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all coses where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordinances and Regulations: All local, municipal and state lows, and rules and regulations governing or relating to any portion of this work ore hereby incorporated into and mode a port of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. However, when these Specifications and Drawings coll for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall toke precedence .. D. Explanation of Drawings: 1. Due to the Scale of the Drawings, It ls not possible to indicote all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and pion his work accordingly, fumished such fittin~s, etc., as may be required to meet such conditions. Drawings ore generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between the Irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the specifications. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not hove been considered in engineering. Such obstructions or differences should be brought to the attention of the City of Carlsbad. In the event this notification is not performed, the Controctor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Moterlol list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name In the Drawings and Specifications. No substitution will be allowed without prior written approval by the City of Carlsbad. 2. Complete material 11st shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: lt!l:!III Ng. Pocu;rlottoo Mgnufa~ucec Model Na 1 2 3 4 Backflow Preventer Febco 825Y Automatic Controller Colsense ETI-DTR2 Moster Valve Cloyval 136ACSKC-24V Etc. Etc. Etc. Irrigation submittal mu■t be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature {catalog cuts) ore required as submittal information. 3. The Contractor may submit substitutions for equipment and materials listed on the Drowings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials Installed or furnished without prior approval of the City of Carlsbad may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 5. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 8. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline diozo prints which shall be corrected dolly, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Carlsbad ot cost. This set of drawings shall be kept on the site and shall be used only as a record set. C. o. E. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets doily os the work proceeds, showing the worl< cs actually installed. For example, should a piece of equipment be installed in a location that does not match the pion, the Contractor must indicate that equipment hos been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 3. Before the dote of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or similar mylor moterlol. Arrangements shall be made throu~h the city for obtaining said sepia mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mylar by a technical pen mode e•pressly for use on mylar material. Such pen shall be similar to those manufactured by Ropidogroph, Kueffel &: Esser, or Faber Costell. The dimensions shall be mode os to be easily readable even on the final controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of Carlsbad for approval prior to the completion of the controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road intersections, etc., the location of the following Items: a. Connection to existing water lines, b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines (dimension max. 100' along routing}. e. Sprinkler control valves. f. Routing of control wiring and locations of all splice bo•es. g. Quick coupling valves. h. Stub-outs for future connections. I. Other related equipment as directed by the City of Carlsbad. 5. On or before the dote of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Carlsbad. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. Controller Charts: 1. As-builts drawings shall be approved by the Owner before controller charts ore prepared. 2. Provide one controller chart for each controller sequence. .3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart Is to be a reduced drawing of the actual Installed system. However, In the event the controller sequence Is not legible when the drawing Is reduced, It shall be enlarged to a size that will be readable when reduced. 5. The chort shall be a block line or bluellne ozalid print and a different color shall be used to indicate the area of coverage for each station. fl. Mien completed and approved, the chart shall be hermetically eeoled between two pieces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior to the final field observation of the irrigation S)IStem. Operation and Molntenonce Manuols: 1. Prepare and deliver to the Owner within ten calendar da)IS prior to completion of construction, two hard-cover, three ring binders containing the following information: a. Index sheet which states Contractor's name, address, and telephone number, and which lists each Installed equipment and material item including names and addresses of manufactures local representatives. b. Catalog and parts sheets on every material and equipment Item installed under this Contract. c. Guarantee statement. d. Complete operating and maintenance Instructions on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with Instructions for major equipment and show evidence In writing to the Owner at the conclusion of the project that this service hos been rendered. Equipment to be Fumlshed: 1. Supply as a port of this contract the following tools: a. b. c. d. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. Two (2) four-foot valve keys for operation of gate valves. Two (2) keys for each automatic controller. One (1) quick coupler key and matching hose 1wlvel for every five (5) or fraction thereof of each type of quick coupling valve Installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final observation con occur, evidence that the Owner has received material must be shown to the Owner. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor lo cautioned to exercise care In handling, loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported In a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or o concentrated external load at any point. Any section of pipe that has been dented or damaged will be discorded, and if installed, shall be replaced with new piping. 1.05 SUBSTITUTIONS A. If the Contractor wishes to aubstltute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following Information to the City of Carlsbad for approval: 1. Provide o statement Indicating. the reason tor making the substitution. Use a separate sheet of paper for each item to be subm ltted. 2. Provide descriptive catalog literature, performonce charts and flow charts for each Item to be substituted. 3. Provide the amount of cost savings If the substituted Item is approved. 8. The City of Carlsbad shall hove the sole responsibility In accepting or rejecting any submittal Item as on approved equal to the equipment and materials listed on the Drawings and Specifications. 1.06 GUARANTEE A. The guarantee for the Irrigation S)IStem shall be mode In accordance with the attached form. The General Conditions and Supplementory Conditions of these Specifications shall be filed with the Owner prior to acceptance of the Irrigation S)IStem. B. A copy of the Guarantee form shall be Included In the operotlons and maintenance monual. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE roR IRRIGATION SYSTEM We hereby guarantee that the Irrigation system we hove furnished and installed is free from defects In materials and workmanship, and the work has been completed In accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect e,cepted. We agree to repair or replace any defects In material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time ofter receipt of written notice from the Owner, we authorize the Owner to proceed to hove sold repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: __________________ _ LOCATION: __________________ _ SIGNED: ___________________ _ ADDRESSED: PHONE: ______ _ DATE OF ACCEPTANCE: ___ _ PART 2 -PRODUCTS 2.01 MATERIALS A. General: drawing 1, Use only new materials of brands and types noted on specified herein, or approved equals. 8. PVC Pressure Main Line Pipe and Fittings: 1. Pressure moln line piping for sizes 2• and larger shall be PVC Closs .315. 2. Closs 315 pipe shall be mode from on NSF approved Type 1, Gorde1, PVC compound conforming to ASTM resin specification D1784. All pope must meet requirements as set forth In Federal Specification PS-22-70, with on appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). .3. Pressure main line piping for sizes 1-1 /2" and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Schedule 40 pipe shall be mode from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent-weld pipe obd fittings shall be of t)'l)e and Installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following marl<lngs: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure roting in P .S.I. e. NSF (Notional Sanitation roundatlon) opproval f. Date of e,truslon 8. C. E. F. G. H. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seol of approval. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure burled lateral line piping shall be PVC Schedule 40 with solvent-weld joints when Installed in pl on ting areas. 2. Non-pressure lateral line piping Installed under paved areas shall be PVC Schedule 40 with solvent welded joints. .3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth In Federal Specification PS-22-70 with on appropriate standard dimension ratio. 4. Except as noted 1n paragraphs 1, 2, and 3 of this section (2.01 B), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth In section 2.018 of the Specifications. Valves: 1. Boll Valves (1-1/2" and smaller) a. Ball valves shall be o 125 lb SWP bronze valve with screw-In bonnet, nonrlslng stem, and solid wedge disc. with a stainless steel handle. b. Boll valves shall be similar to those manufactured by Nlbco or approved equal. c. All Boll valves shall be Installed per detail. 2. Gate Valve (2" and larger) o. b. c. Reshlent Wedge Gate valves shall be epoxy coated cast Iron and equipped with a 2• operating nut. ResUlent Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. All Resilient Wedge Gate valves shall be Installed per deton. Quick Coupling Valves: 1. Quick coupllng valves shall hove a brass, two-piece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key size ond type shall be as shown on the Drawings. Check Valves: 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or e•ceed Federal Specification WW-V--51D, Class A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon • MJV" or approved equal. Control Wiring: 1. E,cept as noted otherwise, connections between the automatic controllers and the electric control valves shall be mode with direct burial copper wire AWG-U.F. 600 volt. Control wiring Installed In control wire conduit within structure shall be mode with AWG-TW solid copper wire. Pilot wires shall be o different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install In accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than ;f14. 2. Wiring shall occupy the same trench and sholl be Installed along the some route as pressure supply or lateral lines wherever possible. 3. Where more than one (1) wire Is placed In a trench, the wiring shall be toped together at Intervals of fifteen (15) feet. fORRE/T~. HAAG, AAA, K. ~~~ LAIOJCAPE AllOIITOCTLIE LAN)f'IA~ 125-4 N. COAJT HIGHWAY -' LAGUNABE'llt,CA926.51 i!'.,' ""'\ ~-~~ P, ll'49) 376-9066 ~ 19491376-906/ ~ _,,;:i!i,f]!,:/-~ ~ . . ..\03 . ,c:{;~~ ~". 4. An expansion curl shall be provided within three (.3) feet of each wire connection. Expansion curl shall be of sufficient length at each spllce connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. 5. All splices shall be made with Scotch-Lok (/3'576 Connector Sealing Pocks, Rolnbird Snap-TIie wire connectors., or approved equal. Make only one splice with each connector sealing pack. 6. Field splices between the automatic controller and electric control valves wlll not be allowed without prior approval of the City of Orange. I. Electric Control Valves: 1. All electric control valves shall be the same size and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. .3. Provide and Install one control valve box for each electric control valve. J. Sprinkler Heads: 1. All sprinkler heads shall be of the some size, type, and deliver the some rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified 1n these speciol provisions. 2. Spray heads shall have a screw adjustment. .3. Riser units shall be fabricated In accordance with the detail• shown on the drawing,. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be the some manufacturer. K. Sleeving: 1. Sleeving under vehicular hordscope or paved area, for mainline, laterals and control wiring shall be SCH BO P. V.C or approved equal, and burled 30" below grade. 2. Sleeving under pedestrian hordscope or paved areas for lateral lines shall be SCH 40 P.V.C or approved equal and burled 12" below grade. 3. Sleeving under pedestrian hordscape or paved oreos for mainline and control wires shall be SCH 40 P.V.C or approved equal and burled 1 B" below grade. L. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and t~es of miscellaneous Irrigation equipment. 2. All miscellaneous Irrigation equipment shall be as specified or approved equal. M. Potable Control Valve Bo,es: 1. Use 10• • 10-3/4" round bo• for all gate valves. Corson Industries #910-128 with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of sf• (6) Inches. 2. Use 9-1/2" x 16" x 11" rectangular box for all electrlc control valves. Corson Industries (I 1419-128 with green bolt-down cover or approved equal. 3. Use 6" diameter x 8-.3/4" deep round plastic valve box for all quick coupling valves. Corson Industries # 608-12 with green flex-lock cover or approved equal. 4. Use 9-1/2" x 16" • 11" rectangular box for all electric control valves installed within on-grade landscaped areas. Carson Industries # 1419-128 with green bolt-down cover or approved equal. !5. Use 10" x 10-1/4" round box for all quick coupling valves Installed within on-structure landscaped areas. Carson Industries No. 910-128 with green bolt-down cover or approved equal. PL□ DATE, 1/20/03 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIEWED BY, INSPECTOR DATE DATE t--+--+------------+---+--1---+----I ~I=' ~I =C=I=T=Y=LA:;;N~2~~;:;:::;D~;;PA;:Af;:TM;::;~=~T=B=A=D=-=I =2 ~I IRRIGATION DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL t::>ETAILS LA COSTA RESORT & SPA CARLSBAD, CALIFORNIA A_ii:roVE°n,~, /-3o-O] ASSISTANT PLANNING DIRECTOR DATE DWN BY: ___ , CHKD BY: ___ , RVIJD BY, PROJECT NO. Cl.IP 2,-g(g} DRAWING NO. "I02-2H • ll N. o. IRRIGATION SPECIFICATIONS ( continued) Bockflow Prevention Units: 1. 2. .3. Bockflow prevention unit shall be of size and twe indicated on the Irrigation drawings. Install backflow prevention units in accordance with the Drawings. Wye strainers at backflow prevention units shall hove a bronzed screwed boy with 60 mesh monel screen and shall be similar to Bailey #100B or approved equal. All pressure main line piping between the point of connection and the backflow_preventer shall be Installed as required by local code. The Contractor shall verify with the local governing body as to material type and lnstollotion procedures prior to start of construction. Submit shop drawing for approval. Automatic Controller: 1. Automatic controller(s) shall be of size and type shown on the Drawings. 2. final location of automatic controller(s) shall be approved by the Landscape Archlte<>t and Owner. 3. Unless otherwise noted on the Drawings, the 120 volt electrlcol power to each automatic controller location Is to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. PART 3 -EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS A. All sealed dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Carlsbad prior to proceeding with work under this Section. B. Exercise extreme core In excavating and working neor existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Cheek existing utilities drawings for existing utlllty locations. C. Coordinate Installation of sprinkler materials Including pipe, so there shall be no Interference with utllltles or other construction or difficulty in planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the Irrigation system. 3.02 PREPARATION 3.03 A. Physical layout: B. c. A. 1. Prior ta Installation, the Contractor shall size stoke out all pressure supply lines, routing and location of sprinkler heods. 2. All layout shall be approved by the City of Carlsbad. prior to installation. Water Supply: 1. 2. The Irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. Connections shall be mode at the approximate locatlon(s) shown on the Drawings. The Contractor Is responsible lor minor changes caused by actual site conditions. Electrical Supply: 1. 2. Electrical connections for any and all automatic controllers shall be made to electrical polnt(s) of connection as indicated on the Drawings, Connection• shall be mode ot the appro•imote location(s) shown on the Drawings. The Contractor Is responsible for minor changes cause by actual site coi1dltlons. INSTALLATION Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Loy pipe to an even grade. Trenching excavation shall follow layout Indicated on the Drawings and os noted. 2. Provide for o minimum of twenty-four (24) Inches cover for oil irrigation lines installed under paving or hordscoplng. 3. Provide for o minimum of twenty-four (24) Inches cover for all pressure supply lines of three (3) Inches or larger in diameter. 4. Provide for o minimum of eighteen (18) Inches cover for all pressure supply lines of two and one half (2½") inches or smaller 5. Provide for a minimum of twelve (12) Inches for all non- pressure lines. 6. Provide for o minimum cover of eighteen (18) Inches for oil control wiring. B. Bockfllllng: 1. The trenche■ shall not be backfilled until all required tests ore performed. Trenches shall be carefully backfilled with the excavated materials approved for backfllllng, consisting of eorth, loam, sandy cloy, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted In landscaped areas to a dry density equal to adjacent undisturbed soil In planting areas. Bockflll will conform to adjacent grades without dips, sunken oreos, humps or other surface Irregularities. 2. A fine granular material backfill wm be lnltlally placed on all lines. No foreign matter larger than one- half (1 /2) Inch In size will be permitted In the lnltlol backfill. 3. Flooding of trenches w111 not be permitted. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, !own, planting, or other construction ore necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under oreos where paving, asphaltlc concrete, or concrete will be Installed, shall be backfilled with sand (o layer four (4) inches below the pipe and six (6) Inches above the pipe) and compacted In layers to 95'1: compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left ln o firm unyielding condition. All trenches shall be left flush wllh··the adjoining grade. The Contractor shall set In place, cop and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks Is done by jocking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor os o port of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Owner. No hydraulic driving will be permitted under concrete paving. D. Assemblies: E. 1. Routing of sprinkler lrrlgotlon lines as Indicated on the Drawings Is diagrammatic. Install lines (and various as9emblies) In such a manner as to conform with the details In the Drawings. 2. Install NO multiple assemblies In plastic lines. Provide each assembly with Its own outlet. 3. Install oil assemblies specified herein In accordance 4. with respective detail. In absence of detail drawings or Specifications pertaining to specific Items required to complete work, perform such work In accordance with best standard practice with prior approval of City of Carlsbad, PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before Installation. lnstollotion and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or gpRroved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that ls required. Where threaded PVC connections are required, use threoded PVC adapters Into which the pipe may be solvent welded. Line Clearance: 1. All lines shall have o minimum clearance of six (6) Inches from each other and twelve (12) Inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be installed adjacent to pressure supply line. Parallel lines shall not be Installed directly over one another. F. Automatic Controller A■aembly: Install as per manufacturer's Instructions. valves shall be connected to controller In os shown on the Drawings. Remote control numerical sequence G. High Voltage Wiring for Automatic Controller. 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having j.Jrlsdictlon. H. Remote Control Valves: 1. Install where shown on the Drowln~s. Where grouped together, allow at least twelve (12) inches between adjacent valve boxes. Install eoch remote control valve In a separate valve box. I. Flushing of System: 1. After all new sprinkler pipe lines and risers ore In place and connected, oil necessary diversion work hos been completed, and prior to lnstollatlon of sprinkler heads, the control valves shall be opened and full head of water used to flush out the system. 2. Sprinkler heod1 shall be Installed only ofter flushing of the system hos been accomplished to the complete satisfaction of the City of Carlsbad. J. Sprinkler Heads: 1. Install the sprfnkler heads as designated on the Orawtngs. Sprinkler heads to be installed in this work shall be equivalent In all respects to those Itemized. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spcclng exceed the maximum recommended by the manufacturer. 3.04 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs 01 necessary to keep the sprinkler system equipment In operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.05 EXISTING TREES Where It Is necessary to excavate adjacent to existing trees, the Contractor shall use oil possible care to ovoid Injury to trees and tree roots. Excavation In oreos where two (2) Inch and larger roots occur shall be done by hand. All roots two (2) Inches and larger In diameter, except directly In the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine Is run close to trees having roots smaller than two (2) Inches ln diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) Inch and larger In diameter shall be pointed with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this Is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.06 FIELD QUALITY CONTROL 3.07 A. Adj.Jstment of the System: 8. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent o,ersproy onto walks, roadways, and bulldlngs os much os possible. 2. If It Is determined that adjustments ln the Irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such odj.Jstments prior to planting. Adjustments may also Include changes In nozzle sizes ond degrees of ore as required. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (1D) days ofter notification by the Owner. 4. All ■prlnkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP valves wlll be set per manufacturers speclfleotlon so that each lateral operates at design pressure. Testing of Irrigation System: 1. The Contractor shall request the presence of the City of Carlsbad In writing at least 4B hours In advance of testing. ) 2. Test oil pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. Note: Testing of pressure main lines shall occur prior to instollotion of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and proven watertight prior to paving. 4. Sustain pressure In lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system Is proven watertight. 5. All hydrostatic tests shall be mode only in the presence of the General Contractor and the City. No pipe shall be backfilled until It has been observed, tested, and approved In writing. 6. Furnish necessary force pump and oil other test equipment. 7. When the Irrigation system Is completed, perform a coverage test in the presence of the City of Carlsbad to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from the Drawings, or where the system hos been willfully lnstolled as indicated on the Drawings when It Is obviously inadequate, without bringing this to the attention of the City of Carlsbad. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. MAINTENANCE A. The entire Irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The Owner reserves the right to waive or shorten the operation period. 3.08 3.09 3.10 CLEAN-UP Cleon-up shall be mode as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to Its original condition. FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system In Its entirety for the Owner at time of final observation. Any Items deemed not acceptable by the Owner. shall be reworked to the complete satisfaction of theOwner. B. The Contractor shall show evidence to the Owner that the Owner hos recel11ed all accessories, charts, record drawings, and equipment as required before flnol site observation con occur. SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the City of Carlsbad in advance for the following observation meetings. according to the time Indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line Installation -24 hours 3. Lateral line and sprinkler installation -24 hours 4. Automatic controller Installation -24 hours 5. Control wire Installation -24 hours 6. Pressure supply line and lateral line testing -48 hours 7. Coverage test -48 hours 8. Final observation -7 days B. When observations hove been conducted other than the City of Carlsbad, show evidence In writing of when and by whom these observations were made. C. No site observations will commence without "As-Built" record drawings. The contractor shall not call for o site visit without • As-Built" record drawings, without completing previously noted corrections, or without preparing the system for said visit. FORRE/TK. HAAG. A.fLA. I~ LAIOJCA~ AACHllOCll.llE LAIO PLANNll<G PLOT DA TE• 1/20/03 "AS-BUILT" 12S4 N. COAfT HIGHWAY LAGUNA BEAO!. CA 92651 ~ 1949) 376-1066 ~ 194Y) 376-';067 /:llc~~.'I. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE ;r<f~f,~T REVIE'4'ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD fsHillsl i---i---;-----------------1----+--+--+----I L...::_j PLANNING DEPARTMENT ~ ;:::===~====~IR~R~l~G~A~T~/O~N;:;====-===: PETA/LS LA COSTA RESORT & CARLSBAD, CALIFORNIA SPA A~VED-v7 ~ /-30-0J ASSISTANT PLANNING DIRECTOR DATE t--;;:DA-'=;;,-t-::,IN;:;111"" .. :-+----------------1------1---+----i----1 ~D~WN~~B~Y,:=:=_=_=~:~~=~P=.::R::::O~JE~c==T=N==o::::.==;-;:D~R::::A:::Wl=:N=G==N~O. •c ~ DA'TE INITIAL DA'TE INITIAL REVISION DESCRIPTION CHKD BY: ---C"P zc, (II} A02-2H ENGINEER OF WORK DTHE:R APPROVAL CITY APPROVAL RV'4'D BY• ~ 7 7